西北地区混凝土修补用聚合物砂浆试验研究
[Abstract]:The concrete in the dry and cold area of northwest China is affected by many natural factors such as freeze-thaw cycle, salt alkali corrosion, wind erosion and so on. It is easy to produce cracks and denudation in concrete structure. If concrete cracks and other diseases are not repaired in time, the deterioration of concrete structures will be accelerated, the durability of concrete structures will be seriously reduced, and the safety of concrete structures will be affected. Therefore, it is of great engineering significance to study how to repair concrete with cracks and other diseases and what materials to repair. In this paper, polymer mortar suitable for repairing concrete diseases in Northwest China is studied, which is suitable for repairing concrete diseases in northwest China, such as dry cold, salt alkali and wind erosion. In this paper, the mixing, curing, working properties, bond properties and mechanical properties of emulsified asphalt, CR emulsion and acrylic emulsion modified polymer mortar are studied. The effects of the amount of CR emulsion and acrylic emulsion on the air content, setting time, fluidity, adhesion and mechanical properties of polymer modified mortar were compared and analyzed. Compared with ordinary mortar, the flexural strength and compressive strength of polymer modified mortar decreased slightly. With the increase of polymer emulsion content, the flexural strength and compressive strength of polymer modified mortar increased first and then decreased, and the optimum content was about 15%. The addition of polymer emulsion and admixture makes the mortar obtain better internal pore structure and higher mechanical strength under the condition of northwest China, which indicates that the modified mortar is more suitable for the field construction with complex conditions than ordinary mortar. Polymer emulsion can reduce water. When the consistency is fixed, the water-cement ratio will gradually decrease, and the hydration process and speed of cement will not accelerate rapidly, but according to the increase of polymer content ratio, the initial setting time and the final setting time develop according to the curve of decreasing first and then increasing. However, according to the setting time curve, the polymer does not accelerate the condensation, and it has a strong retarding effect only when the polymer is added a lot. The compressive strength of mortar was greatly increased with the addition of Chloroprene latex, and the relative pure mortar increased by 2.7% at 28d age. The flexural strength of mortar increased significantly with the addition of acrylic acid emulsion. When the polymer content of 28 days was 20, the flexural strength of mortar was the greatest, and the compressive strength was increased by 9% compared with pure mortar at 3.60.90 d than that of pure mortar. The relationship between the flexural pressure ratio and the age of polymer modified mortar is inversely proportional. The main reason is that the compressive strength of mortar is larger than that of flexural strength. The bond strength of mortar is in direct proportion to the content of mortar. The most significant effect on the bond strength was Chloroprene latex, which increased the bond strength by 20 times after 90 days. However, acrylic acid decreased the bond strength of polymer modified mortar at the same age. The main reason is the excessive incorporation of acrylic acid. The ratio does not promote the formation of the polymer membrane in mortar, on the contrary, it slows down the hydration process of cement. The optimum curing environment can be deduced from the test data and the matching mechanism of the curing conditions can be analyzed.
【学位授予单位】:兰州交通大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:TU578.1
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